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HomeMy WebLinkAbout018-1086-52-000+~- Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Buildi(~g Division <' ~' INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Cobenais, Duane Hammond Townshi CST BM Elev: Insp. BM Elev: BM Description: ~ ~ a / ~ ~ : a ~f 3 ~ G19~~~t~.e. TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~/~ ~WU Dosing ba• ~~ Aeration Holding , TANK SETBACK INFORMATION TANK TO P/L WELL Ctp~ BLDG. Vent to Air Intake ROAD Septic > J U~ c' 22 ~ P s 7 'f Dosing 3 2 ~~- Aeration Holding PUMP/SIPHON INFORMATION Manufacturer _ :,, G and ~~ ~~ P Model Number ~S~ TDH Lift Friction Loss System Head TDH Ft Forcemain Lengt t Dia. Dist. to Well ~ N t t SOIL RPTION SYSTEM EN H idth ( Length DI 3 va SETBACK SYSTEM TO INFORMATION Type Of System: DISTRIBUTION SYSTEM P/L BtDG WELL ~ t7 ^'qS~ >l~r -~ ~... _ ELEVATION DAT County: St. Croix Sanitary Permit No: 420645 0 State Plan ID No: Parcel Tax No: 018-1086-52-000 ~(p~a STATION BS HI FS ELEV. Benchmarks ~ `. S ~D~. ~~ r~ "~ d~ d.oo r sr ( (~~ 3 ~ (~ - Z BI .Sewer l S t Inlet SUHt Outlet _ Dt Inlet ~ Dt Bottom ~~~ Q ~' / Header/Man. ~ I' 11 ~g~ _ Dist. Pipe l3. IIO - 3 •'~ t.2•~ - 13. _ Bot. System t j . ~ .r~'0' Final Grade St Cover mn. (•lrj Io(•IS ~aO•oc 2 DIMENSIONS INo. Of Pits LEACHING CHAMBER OR UNIT Inside Dia. Li. Manu cturer. f,00tCr'(~ Model Number: ~ ~ ~~ HeaderlManifold Distribution x Hole Size x Hole Spacing Vent to Air Intake F~jp~(e Length Dia I.ergth Dia Spacing SOIL COVER x Pressure Svstems Onlv xx Mound Or At-Grade Svstems Onlv re7th Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes A'~' No ~~ Yes 0 No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/~.3 Inspection #2:~ ~/~ Location: g75 1ti1Sst St Hammond, WI 54015 (NW 1/4 NW 114 20 T29N R17W) Ha~mmpo~nd O ks Lot 2 ` Pat~rcel No: 20.29.17.672 1.) Alt BM Description = """" ~~~~~~ % ~/ 5~'Q~L~ 2.) Bldg sewer length =22 - amount of cover = ~.2 (, ~c '. o~ -~~ - Plan revision Re uired'. °<, Yes ~. No i Use other side for additio rmadon. ~ J~ ; _ _. i SBD-6710 (R.3/97) L Date Insepctor's Siq~nature - n - - n J`\''~~( Cert• N-, ~~ ~_p ~- l '~'+1~, ~g•~d - <~Q.,C („i,) l~ L~•CJ~^~-r+~` "O~ .rtSLS2_.~lClf_LOILI Safety and Buildings Division County ~ ,~ 201 W. Washington Ave., P.O. Box 7162 ~ j,~CQ~~~n - Madison, WI 53707 - 7162 r S' Addre~ 16 (S 5~ De ertment of Commerce Sanitary Peru Appl' ~ ri Sanitary ermit Number ~ ~O ~ ~ ~ In accord with Comm $3.21, Wis. Adm. Code, personal inform Y~ D ~ "' ' ^ Check if Revision ~- ma be used for second aces Privac L , s15.0 L .Application Information -Please Print All Information State Plan LD. Number PropeFty Owner's Name s Parcel Number S7. CROIX COUNTY ~~ Property Owner's Address E Property Location City, State Zip Code Phone Number Lot N Block Number - Su 'vision Name ~ ~ CSM Number ''n\v(/ t II. Type of Building ( eck all that apply) as P.u/ ^Ciry ~1 or 2 Family Dwelling -Number of Bedrooms S '^'` ^Village ^ Public/Commercial -Describe Use ~5' ~i'ownship ^ State Owned i Neares ad ~ -~ 3~ III. Type. of Permi#: (Check only one box on line A (numbering scheme for ' rnal use). Complete line B if p ble) A' 1 New 2 ^ Replacement System 3 ^ Replacement of 6 ^ P.ddition to For County use S s m Tank Onl Existin S stem B • ^ Check if Sanitary Fennit Previously Issued Permit Number Date Issued 1V. Type of Permit. (Check all that apply)(numbering scheme is for internal use) 44~ Non -Pressurized In-Ground 21^ Mound 47 ^ Sand Filter 50 ^ Constructed Wetl )( ' 22 ^ Pressurized In-Ground 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Line Ol ~. . .~ _~, ~ 45 ^ At-Grade 46 ^ Aerobic Treannent Unit 49 ^ Reciiculating 30 ^ Other ~+' V. Dis ersal/Treatment Area Informat ion: Design Flow (gpd) Dispersal~rea Required 1250 DiSpers~Area Propose (l51 ~) Soil Application Rate(Gals./Days/Sq.Ft.) Percolation Rate (Min./Inch) Syste ' n Final Grade Elevation ~~D ~ ~~o- iffus~s t .~ ~. 3 9/.~ . . VI. Tank Info Cagacity in Total Number Manufacturer Prefab Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank _ Dosing Chambet ~ t VII. Responsibility Statement- I, the undersigned, ass responsibility for itutallation of the POWTS shown on the attached plans. P ber's Name (Print) P 's i MP/MPRS Number Business Phone Number ~ ~ .- - //3 Pl 's Address (Street,. City, 'p o e) VIII. Count /De artment Use Onl Approved. ^ Disapproved S~~' Permit Fee (includes Gro•,tndwater Surchar Fee) Date Issued Issuing Agent Signature (No Stamps) ^ Owner Given Initial Adverse ~~~-" ~ Determination ~ 3 1X. Conditions of ApprovaUReasc-n~ ror n;~a.,,,r~.,al ~E P~d~u2. ~ t~ ~ ~ ~ ~; f ~.~~ cC ~t ~ ~~~ 6~ (~~s-a.~..~,.e~ ~ [e~ t--~o~~~-w,~e.~ -~-c+~.R> Snny,d~lunn. ~c! Getwc?.t~- S~ s~r ^ ~,0~ M~- ~ S 4..~ w..i ~ w t oa. o+~b( ovll0.. -~ b.e - ~ •~.e~" S~ S~an,~ .nA.~Q d I ~ t ~•~. 'M ~~ v' ~\ -~-'-- Attach complete plans (to the County o y or a ~ystRm on pa er nno pan BlTfx 111ncheaTn size -~ x-6398 (R. OS/Ol) ~ ~ ~ ~ 1 taw,, f~,~. ~t~ ~ q,~ _ p. - - J Su. ~~.ce~a~e,~~ s ~ sue" c u-~-~- ~.e dC ~--C~ ~2~ -~k -v~ ~`~ /~f ~ ~-~ z ~~1 ~j Y I ~_ ~ N i ~ l --( p ~i :~ ,~ °=-~ ~ ~'~ ~- ~, ~ ~ ~ ~_ J I a~ ~~ N ~'' P ~ r ~~ ~ ! , •N ~~ ,D f U ~ ~--+ f~ ~~ W W ~ i ~'~vU s ~ ~v ~ .~~ 3 w ~ ~ ~~ f- ~ ~ g ~ -~ o ~.~- ., ~ ~ ~ b~ T~ ~i "~ 00 op ~~ ~W -P v A I4- - O n F ~ ... 03 -~ W V .~v I L ~~ ~ ~ ~ , ~ ~ ~ S ~ ~ N V1 b ~ ~ ~ ~ ~ 0 ~ _ ~ ~ ~ ~ ~ ~ \ ~ ` ~ ~ e~a I! s .3 ~ y` ~,. `~, ~ ~ ~ _ ~` ~. J- 5 ~ bQ .}~ ~ t '~ ---- - --~ W ( - ~ i ~ ,., ~5 ff l r b -~"' N .Y ~~ 9 t f '~ o T a =. ; •~ f ~ , ' 1 _ ~~' ~ 6 ~ '^~ ~ / "D /~ ~ o --~r•~ v ~ ~°:~ •~, s 1.~ ~`,~_ a ~ z t 1tJa ~ ~ 6 X1 '~'~ p I d_ ~ 2, . ~ _...~ I ~° ~ ~ 1 W ,j 0 g~ v 1 r-.. owe ~. (~ .~ l~ - ~ e ~ z ~- - ~- "~ r v ~ - G G~ G r u Y ~ ;~ N ~-~ ~~ ~f if ;--~ ~ ;~r~~ ~~ ~ (/? ~ `~ s f r,-' f 3~ ~~ r ~~ s ~~ x e ~ ~ 3. p - s W ~ i--+ t~ ~.~ N ~+ ~~ i~ d ~W ~; OC A v ~ +- v U ~ '~ rf ci" w ~'~ 3 ~~~g ~ -~ o n ~~ . r r^~ ~ u { ~~ ~ c~ ~ 1J` .~{ W ~ CN ~ C, ~ ~ r , ^ ~ ~ ~ ~ ~ ~ C ~ Q ~- O tN f/J lA1 ~ ~. ~ 0 ~ 0 ~ 1 " ~ ~ o~e 1~ O S+ « '~ -P ~m~~ a~ ~; ?~ a ~. n F ~ ~,. '1~ A ~')' V J'~ '. ' W r~ ~ ~ ~ ~ ~°:~ 1 . s rti ~~_ `/ 1 b~ ~~ -~. tl~l ~ .~ b ~ ~~~ ~~~'w ~~ r N j ~ ~ ' '~ ~ t c.. ~, ~ ~ ~~ l ' a 4 ~. ~ € f ~~ ~ a i~= ; ~ g f ~ ~,~ ~ 6 ~ , W Q r_ 4 p C ~ ~ f• U ~-y~~ ~~ °- v v F S~ s r N .~- ~~ D t T" d v- U F '~ 0 G - , Wisconsin Department of Commerce Division of Safety and Buildings ~RI~II~i4L SOIL EVALUATION REPORT in ~renrrlancc with ('.nmm A5 Wis Adm Code. 1671 Page 1 of 3 Certified Soil Testing County Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I D percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. . . Please print all information. R iewed y ~ '' c ~ O 2 2 ,.p,~te ~ L Personal information you provide may be used for secondary purposes (Privacy Law, s.15.~4 (1) (m)). Property Owner Property Location ST. CROIX COUNTY Humbird Land Corp. Govt. Lot SW 1/4 ON13gG GFFI~~ N R 17 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 332 Minnesota St., East, 1404 52 Hammond Oaks City State Zip Code Phone Number City ,Village ; Town Nearest Road Saint Paul ~ MN 55101 651-222-5555 Hammond Sandpiper Lane / New Construction Use: y? Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD .:Replacement vj Public or commercial -Describe: Parent material l oess over till Flood plain elevation, if applicable NA General comments and recommendations: install 4 - 2.83' x 62.2' (St'd-Infiltrator, 10 shells ea) stipulation 1099 chamber trenches @ system elevations of 88.3 & 87.3 Boring # =Boring ~ 92 i 1 3 n• ~! Pit Ground Surface elev. 9 . ft. Depth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP DIfN in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 1 0-10 7.5YR 3/2 ~ - sl 2 f sbk mvfr cs 1f/m .5 .9 2 10-24 7.5YR 4/4 - sl 2 m sbk mvfr cs 1f .5 .9 3 24-92 7.5YR 5/6 - s 0 sg dl - 1f .7 1.2 $8.37 3to ~~ z profile described at east pit wall; horizon 2-3 interface has significant dip to west; south pit wall has moderate sl to 51"above sands w! occasional si coats on sl peds a Boring # _! Boring Pit Ground Surface elev. 89.4 ft. Depth to limiting factor ~ 76 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft= in. Munsell Qu. Sz. Cont. Coior Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10YR 3/3 - sl 2 f-m sbk mvfr gs 1f/m .5 .9 2 '; 9-14 10YR 3/3 - sl 2 m sbk mvfr gs 1m .5 .9 3 14-40 10YR 4/4 - sicl 2 m sbk mvfr cs 1f .4 .6 4 40-66 7.5YR 5/8 - s 0 sg ml cs - .7 1.2 5 66-76 10YR 6/6 - fs 0 sg ml - - .5 .9 horizon 2 parts to 1 m pl; horizon 4 has some stratified 10YR 4/6 s & horizon 5 has some stratified 7.5YR 4/6 fs ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >3 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mgr CST Name (Please Print) Signet re: ~ CST Number Henry F. Grote ~ ~ 222774 Address Certified Soil Testing Date Evaluation Conducted Telephone Number E. 4366 353rd Ave., Menomonie, WI 54751 11/25/2002 715-233-0398 ~O~ Property Owner Humbird Ldnd Corp. Parcel ID # Page 2 of , 3 Boring # .. Boring ~/~~ Pit Ground Surface elev. 91.3 ft. Depth to limiting factor > 90 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 10YR 3/3 - sl 2 f-m sbk mvfr cs 2f1m .5 .9 2 .12-37 10YR 4/4 - sicl 2 m sbk mvfr cs 1f .4 .6 3 37-48 10YR 4/4 - Is 0 sg ml cs 1 m .7 1.2 4 48-64 7.5YR 5/8 - s 0 sg ml cs - .7 1.2 5 64-90 10YR 6/6 - fs 0 sg ml - - .5 .9 .~ ~• ~ ~ 3~ ~'Z occasional stratified s & fs bands in horizons 4 & 5 similar to B-2 Boring # _ Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ^ Boring # -.- Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I I i ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Cerofied Soil Testing i~ .h~ ~o . ~,. _ _ . ~J ~4 _~ ~ ~ . r 8 s ~s ra^ ~ / ~.J n- o M ~~~ ~, ~'/ v n r . ~. ~f -~ r 90 ~ - ~ s q~ J ~~ 0 0 J S a _o ~-~- ~~--...~ l.Jf J Chi y ~' J \ fi ~ ~ 9 ~ ; ~ ~~ ~ ? ~~ ~ j ~( Io~6 . ~~ ~ S~ ~ , ~= 0 ~~ rn N' ~ f ~ ~~ ~\ ~ i ~ 9 .~ ~~ ~ ~,, a~~. ~ ~ ~ ~ ~ rf% s ~~ ~~ C t N ~~ U ~ ~ ~ ~ % d ~„~ c, ---~-_ -..~_~ I `a x~ ~ r ,~ f''`1 ~ 4 rn ,,, E-- ~ '^ Z d a J ~ o ~~ 3 ~, ~ ~~ '~ ~ ~~ ri .~ ! ~~ ~,~ .~ ~ _~ ~ ~ ;o d' ~ - ~~~ _°~ +~,~ 1 ~, ~ `~ ~~ :~ -=-~ s ~s s ~ ~ ~~ t "~ r o ~• e ~ -~ ~ ~ ~ ~d d~ ~ ~ ~~~~ 9 ~n fi ~ N~ a 1n l ~~ r+ `~ \„ ~{ 0 4' ~ '~ s .~^ ~~ a~ ~~ ~ ~ 30 0 j- s 0 ,mac T j ~ ~; ~ Q ~~ ~ ~--~ r 1 ~ ~~ ~- ~~ ~ d ~ -g ~~I ~~ ~ s IZ P•r~d~owner Humbird Land Corp. Parcel ID # Page 2 of 3 C 3 oring # ~::~ Boring Pit Ground Surface elev. 91.3 ft. Depth to limiting factor > 90 in. Soil Application Rate rizon Depth Dominant Cobr Redox Description Texture Structure Consistence Boundary Raots ' in. MunseN C,u. Sz. Cont. Color Gr. Sz. Sh. 'Ef(#1 'Eff#2 1 0-12 10YR 3/3 _ sl 2 f-m sbk mvfr cs 2f1 m .5 .9 2 12-37 10YR 4/4 _ sicl 2 m sbk mvfr cs 1f .4 .6 3 37-48 10YR 4/4 _ Is 0 sg ml cs 1 m .7 1.2 4 48-64 7.5YR 5/8 _ s 0 sg ml cs - .7 1.2 5 64-90 10YR 6/6 _ fs 0 sg ml - - .5 .9 occasional stratified s & fs bands in horizons 4 8 5 similar to B-2 Boring # -~ Boring _; Pit Ground Surface elev. ft. Depth to limiting factor in. Soi Application Rate Horizon Depth Dominant Cdor Redox Description Texture Structure Consistence Boundary Roots in. Munse{I Qu. Sz. CoM. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 _Qh. 5 ~ S l~l-~D ~~ S7 = ~x ~__ ~ F D,~. a.~ ~e.~,r ld 3 . .___ dr s+anr ~,I. " ,,~Q. e~. rye r~ ~ ~6+~S ^' ~~ ~t s• ~~'`~~, Sa-~J~L ~ ~4~ ~ ~ C ' Boring ~ Boring # „~; Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' in. Munsell pu. Sz. Cont. Color Gr. Sz. Sh. 'Ef(#1 'Eff#2 --' C T Gti c~ ~ 3 ~ • -~ .e,.~reo~ ~ 10' ~ i ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L `Effluent #2 = BODS <30 mgJL and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. h ~a~ SBD.8330 (R.07/00) Certified $dl Testing ~~ '"~ '7 ~ ~ ' .+ ,~, ~ ~ ~ ~~ Y f .;J q G~' r ~ ~ 8~ ~„ ~ ~ ~ .. ~~ ~ i 4 f 0 0 3 0 f Q ~~ .-r 0 1 ti a y i ~~ fl ~~ 4+ ~ 6' ~ s ~ ~ .~ ~Li Zoo t 3 F L s~ f .• a o ~ M ~ \i ... ~~ n ` M / .f ~ 00 ~~ M~ a ri ~U ~ ~~ r ~ ~ ~ ~~ ~~ ~ t v f .~ ~ j _~ ~ x d f" ~ ~ ~ ~„ { ~ ~' ~! ~~ ~ s 11 --~ ~( 1 ~ ~~ ~ ei + `.r ~ ~ .-i .~ ~'` S ~ ~ ~ ~ ~ ~ ~ ~ ~ ~r~ ~~ ~o ~ ~ s ~~ ~ j .~ ~ ~~~ 0 ...i~ f ~ ~ ~ l ~ ~ ~~ o ~~ ~ _ _ a ~ -~ j ~~ ~ ~ ,~^ .. c/~ 0 ~ ~ - 6 ~ cd ~ ~ v*~ 9 d a .y ~ ~ ~ ~~~5 3 z ~~ ~_ ~_~ a 8 N -- ~N k- '~T~~~: ~~NU~T ~~,~T~~. ~~T = _=»>~ _TT,~~. ~g~~~= -: POWTS OWNER'S MANUAL MANAGEMENT PLAN FILE' ORMATIO Owner Permit # DESIGN PARAMETERS Number of Bedrooms 100gpd/bedroom DNA Number of Commercial Units ~-- NA Estimated flow (average)* gal/day Design flow. (peak), estimated x 1.5* gaVday Soil Application Rate gaVday InfluentlEffiuent Quality (NAD) Monthly Average** Fats. Oil & Grease (FOG) < 30 mg/L Biochemical Oxygen Demand (BODs) ~ 220 mg/L Total Suspended Solids (TSS) 5 250 mg/L Pretreated Effluent Quality ^ ' Monthly Average*** Biochemical Oxygen Demand (BODs) < 30 mg/I. Total Suspended Solids (TSS) S 30 mg/L Fecal Caliform (geometric mean) 510+cfu1100m1 Maximum Effluent Particle Size 1/8 inch diameter *Wastewater Flow Verification on and calculations: (Other than bedroom based) ** Values typical far domestic` (non-commercial wastewater and septic tank effluent. ***Values typical for pretreated wastewater. SYSTEM SPECIFICATIONS Septic Tank Capacity gal DNA Septic Tank Manufacturer' ^ NA Effluent Filter Manufacturer ^ NA Effluent Filter Model ^ NA Pump Tank Capacity gal DNA Pump Tank Manufacturer ^ NA Pump Manufacturer ^ NA Pump Model ^ NA Pretreatment Unit ^ NA ^ Sand/Gravel Filter D Peat Filter ^ Mechanical Aeration ^ Wetland ^ Disinfection ^ Other: Manufacturer: Model: ersal Cell(s) In-ground (gravity) ^ In-ground {pressurized) ^ At grade D Mound ^ 'p-line ^ Other: Lea. in ChamberManufacturer .1~ del ~~ Approval Stipulation Soil Application Rate' 4 ~nd/fl Area Req. Absorption Area Credit per unit ft2 Minimum Number of Chambers ^ Aggregate Design Flow/Loading Rate= ~ min Materials: all materials must comply with WI Adm. Code COMM84 and be installed per manufacturers specifications and approval letters. ' DESIGN CRITERIA ^ "Wisconsin At-grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.al.lyyu) ^ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ^ "Design of Pressure Distribution Networks for Septic Tank-Soil Absorption Systems" Publications 9.6 ^ "Design of Conventional Soil Absorption Trenches and Beds". 12.J. Otis - ASAE Publications 5-77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems". EPA 625/1-80-012 October 1980 ^ SBD -10570-P (R.6/99) "At Grade Component Manual Using Pressure Distribution" ^SBD -10567 P (8.6/99) "In Ground Absorption Component Manual" ^ SBD -10705-P (N.OU01) "In Ground Soil Absorption Component Manual" Version 2.0 SBD - .10628-P (N.6/99) "Recirculating Sand Filter System Component Manual" ^ SBD -10656-P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ^ SBD • 10572: P (8.6/99) "Mound Component Manual" ^ SBD =10691-P (NA1/41) "Mound Component Manual" Version 2.0 D SBD. -10595-P (R.6/9~) "Single Pass Saud Filter Component Manual" D SBD • 10657 P (8.6/99) "Drip-line Effluent Disposal Component Manual" p SBD. -10573 P (R bl99) "Pressure Distribution Component Manual" ^ SBD -10706-P (N.O1/Ol) "Pressure Distribution Component Manual" Version 2.0 D Drip-line Effiuent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAINTENANCE M~NIT~RING SCHEDULE Service Event Service Fre uency Inspect condition of tank(s) At least once every D months year(s) (Maximum 3 yrs.) Pumg out contents of tank(s) When combined sludge and scum equals one-third (1/3) of tank volume Inspect dispersal cell(s) At least once every ^ months yeaz(s) (Maximum 3 yrs.) Clean effluent filter At least once every ^ months year(s) inspect pump, pump controls & alarm At least once every D months year(s) ^ NA Flush laterals and pressure test At least once every ^ months ^ year(s) p' NA Valves At least once every ^ months ^ year(s) ^ NA Other: At least once every ^ months °^ year(s) DNA rage of .START 1JP For new constrpction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System startup shall not occur when soil conditions are frozen at the infiltrative surface. OPERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation ofwater-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be dischazged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be dischazged into the system. Other non-biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry. washing throughout the week. Avoid vehicle. traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. ^ Valves Valves shall be operated in the following manner: ^ Alarms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back-up of sewage into the dwelling or surfacing. INFECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). ~eptic Tanks Component Tank inspections must include a,visual inspection of the tank to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one-third (1/3) or more of the tank volume; the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NR113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. Pump Chamber/TreatmentTinks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hazdwaze and the condition of the Sher. Any service needs or repairs shall be promptly taken care of. ~In-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page of `~ °~, Q Mound, ~At-Grade, In-Ground Pressure ' The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanentlytaken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. - The.. contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After pumping, all tanks-and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or other inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: p A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement azea should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result. in the need for anew soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement azea. Replacement systems must comply with the rules in effect at that time. ^ A suitable replacement azea is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement azea. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement azea is available a holding tank maybe installed as a last resort to replace the failed POWTS. ^ ound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative . Reconshvctions of such systems must com ly with the rules in effect at that time. ai. P"r r"" ~ cew¢~Sa~'~+.. u~ ~ ~..Fce Qstc.-s ~~,,Q~w,~,~-t,~ ~ e,,~ l o ~ ?,DO 3 ~`~! 2(~ SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR I1ViPOSSIBLE. ADDITIONAL COMMENTS POWT ST POWTS MAINTAINER Name Name ' Phone ~ - - Phone SEPTAGE SERVI ING OP TOR (Pumper) LOCAL REGULATORY AUTHORITY Name Agency Phone Phone K:\wPDATAIEHIPOWTS OWNER'S MANUAL.doc Page of 12110f2002 08:46 6515015666 IhISTANT HOME EQUITY PAGE 02 FRd'9 ROi3lieF25 PLiJW18ING FAK h~. Z35 23'5 0867 t]et. ~ X892 04:52PM P2 t'~w~erls uyc+r Mai1i~~ A,cicircaa S~:I'T'f£~ TAB MATT"S']?Pr~AI~CL AQRL~~I~'I~1+1'1' AND Q 1'?I.LSI31Ta CI'ift'['F':`ICA.T'IO]~T .i~4.RM Cob~~~ls , ~~~NE s Prapem,~~ Addriest: ~ ~ ~"5~ ~ ~O_ + S~ . [Verificatiea regttist;d frc,n, rlanaissg Departrncnt fbr new caaaeut=tioa) CirylSt~tt; ~ r' ~~ keroet Idtntifcation Nutnbcr ~/~~~~ -- ~~ -c.~.~ 1'.Iit~~_E_4CE~PTION ProQ~tty L.ocati~aa/~'/~, _/,~ So.c. '~ , ~:~~N-R~W, Taum off' ~ ,z~ , ~bdivisiea Lot # , Certif9~od 3urv~y M;~p >M Va]urne -~ ....~,. .,., Page # ~- ~'s~r`ranty Deed # ~0 2 ~ S'{ Valtmte 2v~-~ . page ~ 3 $g ~p+x housa t~ yes I~ r-o Lai limas 9d.eatifftrble {~ ytss L7 rip S3%~ ,rS'~M ]~+L~+-~tF~t~l~E ]'x>~taperwe sad aoalesan~aoaoFyatu tteptic system could result is its ptettsature isiitus to lsaa,dla wt~tos. Psopertnsintcnanat: tosrsiats' of ptsmpiug out ffio septic txajc every ~rce yea:D ar sooner, if sseedcti by a liconted pumper. W'tist you put iato tqa aysten naa alfiNSrrthe fuactioa ei'ti4e sepdo tantc sa a troatraegt Stage in tic waale dispossI ByRtesst. 'Y"he propes~y o~rocr ngraw to ttisbtait to St. Croix Zotsiag Dapttstasoat 8 aerti~soatlosa i'orro, signed by I.hc aa+'aer and by a msstpr¢2utt:sber, jbttsatymsA p111tp,~er, t'estticted pluaabas<' at t- ticeascd ptuapar s+etstyir~ g t3iat (1) the ots-aita rwasiowt-ttns dis~asal systcux is i'a psOpttr cpsmtirsg canditioa atsdlez (2) after iospoctfoc and ppmliiti~ (1r oecesstlxy), the septic t}tal is teas tisau 1131'uII of sl~c. Mara, the undoai~aed bolus rett4 tiu t-bovo requizetitElpq end awe to tnuintAld tlsc privera so'vasge d.-~posRd tr~stvscawirb ~c atasdard9 sec i"artl»V herein, es sot by tlee Dapt~esst oCCottursn:oc aad.thC Dapstttacntoi2QAtura~l l;esosrrees; State o[ Wiseonsia, Certif`icsuo[~ 4~~~ Yom' septi4 ~ystetn~sbten maiuataiaed must Ue completed aad nturne4 to rlie SS_ Croi1c Coultty ~on.in~ OiTsca wit~:n 34 r t~ S-ds>c~eetbi siate_ ~I/ ~~. ,~ + w~ y~ (y4' L'.~..L L" 11.n...~~ ~~ C~~ I (We3 certii~- that s1I asteaioat& an chi`s ~atm ara true to the best of my (our) 6'xsawicdgm, x (wn) am (stc) rbe orvact(s) aC ~ y dasos3hod nix; , byrri~e at's ufatrttnty dead ~nc+rSed ZYS ILt:~rister of Deeds 4PAce„ ~"~ A ~ ~~ ~ *""*" Arsy f~a.i''orttsatiCC r]adt is tttis-reprostststad tt1,3y result ir, nc~ ~anlrt~ry p~sinis being rc+raleed }~y ~0 7aai,n~ 1'7epaRmcrit. ~;««r~ ** Tacltsd! W'ttti this appiiaetlaa: a atattspGa rvarranry deed from thn Register of Deeds c$ue a cagy of tba oatti]3ed survey t+sap if t+t£t:rencc is naada its the tivarrarsty decd ~~.~n ~~., ~\ r Private On-Site Wastewater Treatment System (POWYS) Indez and Title Sheet /'I ~ ~ l Owner: CLJIit(,U 11/J („ Project Name and System Type: Location: o )~,/1~~ 1 Contents: Page. l Page 2: Page 3: Page 4: Page 5: Page 6: Page 7: ` Page 8 • '~1(~(- `l'l ~~l Page 9: Attachments; PlumberJDesigner: Credential Number: Date: ~~ ``'S/' ~`~~ .. -~ . „~ ~, .~,' • Wisconsin Department of Industry, Labor and Human Relations Division of Safety and Buildings SOIL AND SITE EVALUATION in accordance with s. ILHR 83.09, Wis. ~~~-' ........_ Count) Attach complete site plan on paper not less than S 1/2 x 11 inches in si~ Raw rust include, but not limited to: vertical and horizontal reference point (B~gbon ands~, ~ ,,. percent slope, scale or dimensions, north arrow, and location and d' tin to n~r~pfsR tt~a~~ Parcel r;;-, 7 ... ~t ~- L. ;~ APPLICANT INFORMATION -Please print all info -na~ior>~ `=:y ~ : '``.#~, Personal information you provide maybe used for secondary purposes (Pri ~t~w, s. i 5.0~, ) {r?>?).,, ;, Property. Owner-e~~ (~ N (3 l e {0~ /i~N.'l ~ ~ b ~ f~Q P~F~~~tio Property Owner's Mailing Address °~ .~~~ ~'°" ~ ~ s ' E~1sT lyo~ ~; ~, 332. M i UN~SoTAi T: City State Zip Code Phone Number ^ City ^ ST• Pnu~ i !H~• SSIo I c~S/ )~az •5555 s'T C~P~v~ ~y~ . # oTd ~" ~~'~ dl~•/dy Page / of ? • `yv • CJtJ SQ'~ Date i ~~l is l~ ~/ ~ /4,S 2 ~ T 2/ ,N.R 1 7 f (or) W ~ubd. Name or CSM# ~FMMOND p/'~•~f N_eareest Road w ~ Z ~tesidential /Number of bedrooms '3 Addition to existing building ['(Jew Construction Use: ^ Replacement ^ Public or commercial -Describe: C • J trench, /ft2 Code derived daily flow y~y 9f~ Recommended design loading rate bed, gpd/f12 9Pd bed, ft2 ~ ~~ trench, ft2 Maximum design loading rate • bed, gpdifl? ~ ~ trench, gpd/ft2 Absorption area required 37S Recommended infiltration surface elevation(s) •Su ~ ft (as referred to site plan benchmark) Additional design/site considerations N/~ ft Parent material ~D Etc D ~~ O~NS~ ~ Flood plain elevation, if applicable Conventional Moupd In-Ground Press re AT-Grade System in Fili OdS g S Suitable for system ,~,~ ~S ^ U ^ S ^ S U ^ S U U Unsuitable for system ^ S l.~ D SOIL DESCRIPTION REPORT Boring # ~ Horizon I uel in ~ ~• i ~- a Ground elev. 9a~ •~1-~-ft. Depth to limiting factor in. Remarks: Boring # , D 2 z ~ ,,` ~ ~ Ground elev. ~.Gn ft. /Depth to limiting UI ~ r...,......_- CST Name (Please Print) RDQER~"' 7~~4RietiT Signature ~/~~ 38G . g~ g S ._~-- Date ~~ ~~ ~~~~ Remarks: - .r.. ;* UH $ ~ ~[~ ~ ~~~ SOIL DESCRIPTION REPORT PROPERTY OWNER ~~ ~. S' S (7 g ~~~" s2., ftAMfloa~ PARCEL I.D.# Mottles Structure Horizon Depth DominanYColor Texture Gr. Sz. Sf BOrirtg # Munsell Ou. Sz. Cont. Color in. M91 ~ /L Lf Z ~ ~~ S~~ ~ Ground ~~ ~! elev. ~~ f MOTE ~CL Depth to ' limiting factor ~! Boring # Ground elev. ft. Depth to limiting factor , in: ' ---- Remarks: ~ ` -- ~~ Page ~' of Structure Consistence Boundary Roois Bed ; Mottles Texture Horizon Depth Dominant Color Gr. Sz. Sh. , in. Munsell Du. Sz. Cont. Color Boring # Ground elev. ft. Depth to limiting factor in' Remarks:. Boririg # Ground elev. ft. Depth to limiting :~ Y ~_ ~ ~uH 6 ~ ~Q L>~a~ SOIL DESCRIPTION REPORT 'ROPERTY OWNER ~~ ~ S' S d g DoT sZ ~~HMo~~ PARCEL LO.# ,,. -. Page Z of Horizon Depth Dominant Color BOrlrtg # Mottles Texture Color Cont Sz Qu Structure Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench, in Munsell . . . 3: yo sip 2 f 6 "N ~ f ' S Ground ~ ~- F f MOTS /GL L / // ., ~ n"+ / ~- -- . 2-~ ' ' y . elev. i~r_tt. /o GfL. TD~e~ptVh to ' limiting factor ~in. Boring # Ground elev. n. Depth to limiting factor ' in: ^--- Remarks: Mottles Structure Consistence Boundary Roofs Bed , Trr Horizon Depth Dominant Color Texture Gr. Sz. Sh. , in. Munsell Du. Sz. Cont. Color Boring # ' Ground elev. ' tt. -- Depth to limiting factor in. Boring # Ground elev. Depth to limiting factor c.. k'y ~ } ~ , ~~~~ r~ a~<~ ~' ~ z ~ . ~ ~, ~ ~QO~ ~ .n c c~ J ~ c "' ~"~ !~ ~ C C fi ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~; N 0 y ~\ ~ -, ~i ~I w ~ a'1 f` v , W (~``~ ~ • \ r v '; b ~ ~ W O -~- ~ ~ .~ o 9~' C ~1 G ~~ w .~ o~ c' r 0 _I N ~, ~~ _ /~ ~_ N //~ -~ - ~ // •~ cr~~ ~ ~ ~ O O~~- O 11 ~{ Q S~~ ~~~ ~ ~, 0 1213@12@@2 12:12 .w, ~ radn .... LI[Ilileti L aibiD~r Corndi•n twcctt yirrm_~.~`r neantn -j---...P. .X H, LLC _8 Mica ....._~,_ Ctxtntar: dnd hurne J. C4 GrvnrCr ..- ..- Gnlntdr, f4C a vttlbalble editsidcr2han. conveys and warnanes to (i iJnICC tht fullou~inq deSl;ribCd real c51(itd ir, St. [: r{Ai: Cannt3, 5ua+u df tNideertsin. .~__._, ......_ T I.m 52 HAItlutond t7takA $ltbdiviSlPn,'>'cwn DI' H.urmtind. St. Croix GGanty, WiBCOnsin ~~~i8~ RATMLEBN b. kkLt3H REGtSTg& OR DEEnS 5T. CROIX Co„ y] REC$IViYD E'OR REC01lD 12/13/2002 11: i>rmt~l J:XF11P7 q TRAgSEFEE: e~;0® COPT FE1:: CERT COPY FEE; PAGES; 1 V aM18 dMl katllm Pdred tdentililavmn Namf~cr t;PIN} ~~ Thir iA. nni _ h,,,,,~ni~,,,J rl llllVl tY ,151 fis ndt} EsCCpliOns In WArranrlpg 5ubleCt to np{:S, eascrt4ntF,PrStriCttOrs,cdvdnnrttc paad tigkL~ oC W8g of roeot7d, if any, lncluillnq but nut limua(, to tl»SC fCrdryiatalgc,w;~tcr retenl.iDn,pbndinB,;tnd or tuilittosas rnt+y be Shown do tltc pIstt PC 1•lamrtto[xl Uasks S:tbdi:~ivjOn ricdrded in tlol. $ of Plat6, Dage 2, 5l. C"roie Cat:nly, Wisconsin. l;nntcc, cr anyone in the cltinin of iclc to elconsidcraio~expresscd hrrcirt Ilstt being Nio;ttm of 527~9UU p~tdc td t:hc noted this 6th day of uecember Zp~Z AUTHFNTICA'!'IUN SfQnnlurC(A) naalhenhcnldd [Ititi _.,_ day of 71'f'l.,;:; d~11sM1fPrt STn~I'E 23Att {)p w]SCp -, rr~n~ flfnnt auihorixed b>,' p ~?Gfi,(i~~g';iri.} ~~" - 1'Itltc tNST'RU~IEN'S' w,qc JRnP9~EL' DY pnlal A. DwillpnlAH4rECy xt Law (uiglmturec Quly be nuthegp4e:,;d or aeknuwlect~cd. 5nlh me cwt dareaynry.) lLnmr^y61j l,Nnll. 1,1.f ~.~ `~ ,, Prceidcnt . AuRtin J. BpiRun U ~--~~-- ACKNOWLRDGMEfYT sTAT.I?C]I%tNl'5C{?NSiN i BflmsR } SQ. ... ~ ...... y .. -. ___. t.•OUnty 1'traonally cntnc bcfpa'e me daiK Gth day dC DcccmuCr ,21iQ2 IhcalrpvcgturtRd tiultin J. $aillnn _ a4 mC known rn hr nc~ pcwanta; ab+ aneauted tlw A.rsegnlrg in,rrnlnuat and ucknnwledgt: the Acme, a ' Paul_A. Iiaillpn Ic„ I , ryr~ S NntlrryPubli~,Stal.cofWisconsi5, - ~.'~~~•~-~-? ~,yr,~~'R ..r:~. 7 My Comtnisainn is tx:raandnt {lCndt, sl;tic cxpKalicm Cltliel ~ .ltlnuttrv 3~ .. ---.. 2fiflS' i •`L+mcr. aP paT,l nnF aiPliiaa: in a.:~y anrncih~ ihnpld he lyp.d rx Pr{qRd tslaw~ tJealr A1gflaturGA WAAA+4'uTV na;An ET~rr, nAR OFWIIrCO~lf,ro n[) N.M Nn, S • 19911 INa'[7AylA'h7m'>'aMia841Jnel.c l7DYRnn•Y FC+nu In':.At:, WI ~erndb54aC1 6515@15666 l 2U79;' v~s~ 51'.47'8 BAR t1F iViat;(lNSIN PpRbt 2 - ! 4yN WARRANTY DECD I INSTANT Hl7h'~ EQUITY PAGE 13 SETBACKS FRONT SETBACK TYPE'E~ ROAD = 50' FRONT SETBACY TYPE D ~ i R ' /~ OAD 100 ~/ SIDEYARO SETBACK - 12.5' P BACKYARD SETBACK - 25' O / ~ NWY 12 SETBACK - 150' G ~O~~i NW ~ ~ e ~ my o~?~P/ PRELfMINARY PLAT OF: 2°~~ ~/ ~ °i ~ .ei HAMMOND OAI~:S SUBDIVISION Q;~' 2i "~~~e. ~~~ :0~ SQ. NOTES: ALL BUIl01NC5 1 WITH NIGH WATE' 7j FlNISHEO FLOOR y THAN TWO(2) FE ~ AIL a-o-w W1n DEDICATED TO n BF,A6INCS REFER E NYy'i/4 OF >QT ~$ e IV .~ I `~' ~- I ~` "~ J eo• ~p• Rip, '~-/ 8 sY w ~ ~. ~ !o' Rw. ~-: ~~~.~ I ;: r-; 1.1s 1 S -114CS(ib~ O~ Q~ a- a2• iwal air w/ENO ~ ~~~'~.~~~ ~ 1 ~~- -i~~.~.~ ~ _ °~ Qi ~~ APPROVING AUTHORITY i i Oi O~=~ '~ _a '~"` '~" ~W t Dc~l4 i A DS ~ ST. CROIX PLANNING, ZONING, ANO PARKS i~ 2Qi ~~ TOWN OF HAMMOND °i o~ ~`"' ~'~ '~"'L° EL'~lEE3 SURVEYOR ~~ O~ pa ~~ HUMBIRD LAND CORPORATIO GER I_. HUMPHREY LYLE ELLIOTT VILLAGE OF HAMMOND ~nAl ~ ~ i 2 ~ ~ ~ 332 MINNESOTA ST. EAST 1404 HUMPHREY ENGINEERING P.O. BOX 594 OBJECTING AUTHORITY Q/ ~ tW i ST. PAUL, MN 55101 145 MA.'(J STREET HUDSON, WI 54016 2 a~ ~~ ~~~ 2~i 651 222-5555 DEPARTMENT OF ADMINISTRATIOI ? ~ ) WOODVII'_E, WI 54028 DEPARTMENT OF COMMERCE p ~ 3~~ ~o~i REVISED AS PER ZONING OFFlCE DEPARTMENT OF TRANSPORTATI( REVSED PER COUNTY SURVEYOR COMMENTS ADDED BERM AS PER IWCD a raoECT: REVSED PER COUNTY Lwc~ COMMENTS ~ -' ~ ' H A M M ON D OAK S I~DING, SEPTK:. AND WELL IOCAnONS SHOWN AS PER TRC RECOMMENDATION ~ - REVISED PER COUNTY TRC, HK~IWAY DEPT., ANO NLIACE COMMENTS S U B D I V) SI O N AS PER SURVEYOR'S COMMENTS 145 Nain Street Bngineen RELEASED FOR REVIEW RENSION DESCRIPnaN: P.O. Box 252 Lnd Su~yors TOWN OF HAMMOND lfoodvLle, lfl 54028 Construction Naaa~en Bw: 7t :--898-9440 Fax: 715-898-9441 SEPTIC, SOIL I s HEAT) CAPACiN CURVE MODEL 152/15. ~a 1~3 I .,2 c > 30 ._.. 8 ~ ~' 1U 4 lU 0 20 40 GO 80 100 GALLUN~ LIItkS •.~~i . 0 80 160 24U 320 FLOW PER t~I1NU7C CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. • EieWicel alternators, tot duplex systems, are available and supplied with en alarm • Variable Ivvel control svritrttes are avaiable for controlling singb phase systems. . DouD1e pig9Yback variable .level fbat switc~les are avaiVable for variable local ~ and short rycle controls. • Sealed Qwlk-Box available for outdoor InstsNa6ons. See FM1420. • Over 130°F. (54°C.) special tluotatlon required. 1521153 Series YoMrPh lbdo rt iin !ax OayA°a .;;s , Ncn e. ~ .. ~ ar 9 . 11.x.. . 1 es Inokrdad 2 or ~ ~p 1 r~ !.3 1 I,a7 ••x{p t p,Np 4~ Inckrdad 2 a 3 tt6 , Non 1 Z a 3 „S ~i Awo 10.6 Inchrdod a 5.3 1 t O Ca N Iles acWlttWn of corNrob, Pr~oa dwtus rind rAnny tinoula >ot done oy w puMmM Mcenfad alaetrlctan. NI Nractricu and ~ety codes should bra foaowd Including tha swat ~~ Nativna! EtaaAe Code (NEC) and lha Ocoupatlanal iabty and Neaah Aet (OSHA} ~ a 1t1;1t t~~vr~HaC ;~Fa~;caPa^ur ~~ ~ lAIN.iTE' ~`~ .I~NI' ANIi :;:Y/.`.Ith'1\t~ t: c-~ ~ :~~ 1 ~::1 Fygl A4rirr~ Cal. literc~- ::r,! lilc•x -, 1.~ 59 2Gf ;~ al 1'J 3:.1 +a' 231 ;~ ;~a.'r Iti ~.~i ~)Z 70i :j' L;t r ir: Ci.l 44 lh' ~7 1Pi 3~ 3.' 2! i5! ~i3 'iii .7.7 __ ) __ - , 1 c? ~>r,4 Vohs.: Z$.0 fl. ('1.6rn) r^..Q ht !Li!:rl ..... ._.. or.ca • a • ,•. .. ~_ s ; /S3 ~; ~, } I ~ ( ~ ll ~i .r ~~' (_.~~ s ~ L., r t %~ a, ~: 1 ~ ~~~ SELEC710N GUIDE 1. 3irgk p'apQytxlck vatrgiWu Mawl flue[ awltd, or double pipgybadc vergbq laval Goat sti<riEch. Reeler to Ftd0477. 2. 9se F14t0712 for model of Electrkxd Alternator E-Pak. 3. Veridbl616+r@l Control twitch 10-0225 used as a wnbol activator, spodty dtrplox (3) or t4) float eyslem. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is angiMered Into the design of every Zoeller pump. -~ 1fNL Tt): P.R BGV( 10717 ` • ~ • Iswvd~a, KY 102364317 Afaraidadcvcro Or. . O syrr T0: 8619 CrrN Kur R~.cicl t.«dwwa. xv 102[1•»~ar ~aurr Pcwas S.vcF /999 nrw:Naaww.aons..oorr- PL//t~1P !O. 1302r 776.7~3r • 1(aory a~~P FAX (3!171 77~-9621 © Copyright 2000 Zoeller Co. NI rights reserved. . ~1 V ~ ~